128 Longleaf Pine Cir 17-1051; DOORS04/03/2017 02:34PM 4076340400 LISACOOK DECKERDOORS PAGE 20
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: /'I. %<D S
Documented Construction Value: $
sob Address: FR4 "191toric District: Yes No
Parcel ID: A ' ' ` a i n Residential ® Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of "Work: Q .f ?Q
U
Plat, Review Contact Persons:
Phone: Fax: Email:
Property Owner Information
G C
Name Cie Ii N01+ Phone: ` / 01 - ( ' U 1
Street:
City, State Zip: CI U.4 m'7 1 3
Title:
Name Daniel T, Decker
Street: 724 Brooks Court
City, State Zip:
Winter Springs, FL 32708
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Resident of property? :
Contractor Information
Phone:
407-696-0830
Fax:
407-696-7356
State License No.: CBC1250499
Architect/Engineer Information
Phone:
Fax:
E-mail: —
Mortgage Lender;
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT_
Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
F8C 105.3 Shall be inscribed with the date of application and the code in effect as of that date: St" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
04/03/2017 02:34PM 4076340400 LISACOOK DECKERDOORS PAGE 21
NOTICE: In addition,to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, PS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured bas&d on the current ICC Valuation "fable in effect at the time the permit is issued, in.
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date signature ofCon ractor/Agent Date
Print Owner/Agent's Name
Signature oPNotsq-State of Florida Date
Daniel T. Decker
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
del.: Pin • LESLIE A. TISCHLER
MY COMMISSION # GG 039221
o EXPIRES: October 24, 2020
Bonded Thtu ry Public Underwdters
Owner/Agent is Personally mown to Me or Contractor/Agent is
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [g Electrical Mechanical Plumbing[] Gas[:] Roof
Flood Zone: Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Ocicupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:_. -
BUILDING:
c;( d'a-i,
Retiised; June 30, 201 5 Permit Application
04/03/2017 02:34PM 4076340400 LISACOOK DECKERDOORS
413/2017 SGPA Parcel View: 11-20-30-809-00OM150
PAGE 23
EMrt v ReqonL-qA!A
MWR Owner! NQI,FF GLENN J
Property Address: 128 LONG LEAF PINE CIR SANFORD, FL. 32713
Parcel Information
N
Legal Description
LOT 15
HIDDEN LAKE VILLAS PH 4
PB 26 PG8 26 TO 28
Taxes
i Taxing Authority
note County GIs
I .... . . .. ...
1. —1 -
Assessment Value
value Summary
17Working :2016Cerfified
Values Values
Valuation Method Cost/Marketj Cost/Market
Number 13ulidings
Depreciated Bldg Value
Depreciated E X F 'r Val U e i $ 6 0 0
1..._......................_......__........
Land Value (Market) 20,000 I 6,0cro
Land Value Ag
JLj$tiMAr;MtVAlUL 91,313 82.526
Portability Adj
Save Our Homes Adj 0 o
Amendment 1 Adj 13,121
4 1
11,442 1
P&G Adl i $o
Assessed Value 76,192 71.084
Tax Amount without SOH: $1,511.00
016 Tax Bill Amount $1,511.00
Save our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Exempt Values Taxable Value
County General Fund j 78,192 0 78,192
i Schools...... . ... 91,31.3 0 91,313
City Sanford 78,192
aint Johns Water Management)
V.-
78,192 i o 78,192 11
County Bonds
I ... . ....... .. .... . .. .................. . ... ............ . .......... . ....... . ...... .. ...... . . ....... . ....... .... .......... .......... ... .... . . .. .. ....... .. ..
78 192
I ...... . ...... ...... . .... ....... . ..
78,192
I - I.......
Sales
B' o" o-k- ....... Ion gAmount.........---.................. Va/Imp...............
WARRANTYDEED 611/1984 01555 5Pa....e.__.................__... 54.000 1 Yes
I ....................
escnD
Improved
I ........ . ...... ...... . .......... ............. .......
i..,..--.._.......___.-_--...._._.._.___.._._
Land
1 Method Frontage Depth j.Units Units Price i Land Value l 1
LOT ().00 0.00 1 $20,,000.00 $20,000
Building Information
Year Built
Description ;Fixtures7#De,
Actual/Effective Bed Bath Ba-qe_._ Total SF Living SF ExtWall IAdjValuejRep Value Appendages
SINGLE 1984 I'lig I 1,558 1,116 CBfSTUCCO i. $70,713 $82,948
Description Area
FAMILY FINISH
GARAGE 426
http:f/parceidetail.scpEifl.orgIPwceJDetailirrfo.espx?PID 11203050900000150 1/2
LIMITED POWER OF ATTORNEY
I hereby name and appoint:
Print Name of Appointee)
M Off' (Company Name of Appointee)
to be my lawful attorney -in -fact to act for me in applying to
Government commercial / Residential Permitting for a permit enabling work to be performed at the location
below — described and to sign my name and do all things necessary to this appointment:
Section
Township
Range
C>!) Subdivision
G O G Block
C3 \ Lot
Project Address)
Owner of Property)
Owner of Address)
Signed: 4
certified contractor signature)
Date: 1 - ,?,9 L 4 -2
Certified Contractor: Daniel T. Decker
printed name)
Contractor License #: CBC 1250499
State of Florida
County of Orange
Sworn to and subscribed before me this
30
day of
Daniel T. Decker
FORM power of attorney/042501/dv
March, 2017 by
name of personfacknowledged) who is personally known to me.
Notary Public)
Commission expires
ELIZABETH COOK
MY COMMISSION # GG 061531
EXPIRES: January 10, 2021
Bondod Thor NoUq Publk Underwriters
2017-04-02 09:57 0263EXPDTRPHNSLS 407865267 >> 407 696 7356 P 1/2
Page 10 of 1 i No. H063-32571
Home Improvement Agreement
PLEASE READ THIS
Important additional Information regarding Customer's rights may be contalned in an
Scope: This "Agreement" consists of this page, the following General Terms and Cc
Supplement if applicable, and any drawings or Change Orders expressly made a part of th
between the Customer identified on the Invoice and The Home Depot. Any installatic
Agreement shall be performed by a licensed and insured third party Authorized Service Pro
perform architectural or engineering services, nor does it make structural changes to dwellin,
Depot and its Authorized Service Provider will perform installation services in accordance wii
Payment Schedule: Payment is required immediately as follows:
Payment: $ 1 n9A 15) Due in full immediately.
Sales Tax: $ If applicable.
Total Amount of Sale: $_1 OPP 32 Includes all applicable disc
taxes. Excludes finance chi
I
Any interest payments or other finance charges will be determined by Customer's separate cardhold(
Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Cu
conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to f
however, Authorized Service Provider may collect Customer's payment(s) made payable to The Homl
Anticipated Delivery! Installation Schedule
Del Start Date: 04/01 /2017 Finish
Acceptance and Authorization: Customer authorizes The Home Depot to order and arra
and services included on the Invoice. Customer further agrees and understands tha-
agreement between Customer and The Home Depot with regard to said goods and sei
discussions and agreements, either oral or written relating to said .goods and services.
assigned or amended except by a writing signed by Customer and The Home Depot. Custl
that Customer has read, understands, voluntarily accepts the terms of and is entitled to ani
of this Agreement at the time Customer signs the Agreement, Installation Professional's
information may need to be provided later and as such this information may be omittec
signed.
Electronic Signature: The parties to the Agreement agree that the digital signatures
Agreement are intended to authenticate this writing and to have the same force and effect s
Customer acknowledges that he or she is the person named on The Home Depot contract r
sale device,
CANCELLATION, CUSTOMER MAY CANCEL THIS AGREEMENT 1
OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPO
THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT. THE
ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFII
LAW IN CUSTOMER'S STATE, Under such circumstances, Customer's payment(s
business days after The Home Depot's receipt of Customer's notice,
Accepted by: Dl n _//
Gustomers Signature V ( _
Authorized Service Prrjvir7er'y Full Rusiness/Trade Name, Address and
License No. or NO(5)., as applicable:
License Nots).
Authorized Service Provider's let.
ed State $upplement.
titions, the Invoice, the State
Agreement. T e Agreement is
services provjided under this
ter. The Homl Depot does not
or other structpres. The Home
applicable lawJ
nts, rebates,
or loan agreeme t, to which The
tamer is subject to the terms and
thonzed ServicelProvider:
Depot.
ge for the deiivbry of all goods
this Agreeme t is the entire
ices and supe sedes all prior
This Agreement can not be
ner acknowledges and agrees
has received a complete copy
icense number and permitting
at the time this Agreement is
I
I
A the parties included in this
the use of manual signatures,
amber identified on the point of
IITHOUT PENALTY OR
F BY MIDNIGHT ON THE
STATE SUPPLEMENT
ALLY PRESCRIBED BY
will be returned within ten (10)
Date 12017Date
Associate's/Authorized Service
Date
Associate: Please print your
Home Depor U.S.A. Inc., 2455 PacGs Ferry Rnan, N.W., Liitlry 5,3, Allanmi, Gearyia
Full Signaturi
I
I
I
I
license number, if applicable.
I i
II I
I
I
I
I
3/907
Page 10 of 16 No. H0263-32571 Customer copy
M-rll
REQUIRED INSPECTION SEQUENCE
7 - I a 51 Address: t28
BUILDING PERM -IT
Minn I Max I Inspection Description -- _ - - --
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
Lintel / Tie Beam / Fill / Down Cell
Sheathing - Walls
Sheathing - Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
t,z- R f
E' L.EC RICA-L PERMIT
Min Max Deserll tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Mays Inn ection Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Minn Max Inns ectionn Descril?tionn
Mechanical Rough
Mechanical Final
s
min Max Inspection Description
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014
JVO1ja- OLSldenG
32 -7 7 3
mczn Z>-ND
E
Florida'Bui.lding Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE...
BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff , BCIS Site Map Links j Search
cai
a3Y Product Approvaldbpr:r<asei:;,:;
2USERublic User
Product_9P_p_ro_val Menu > Productgr Application Search > Appsation List > Application Detail
FL # s
Z 3 „.
FL20101
Application Type New
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Silverline Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
800)234-4228 Ext4644
Jonberrian@slbp.com
Authorized Signature Jon Berrian
Jonberrian@slbp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
732)435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By Window and Door Manufacturers Association
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 05/05/2016
1 of 2 9/28/2016 11:50 AM
FIorida•Bui•lding Code Online https://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGE...
Date Validated 05/10/2016
Date Pending FBC Approval
Date Approved 05/11/2016
Summary of Products
FL._#.............................................................. Model, Number or Name........................... Description
20101.1 Series 5500/5700 - Model SlidingPatio Door 5502HV/
5702HV Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: Yes F..L20101 RO C CAC 5`;_02_HV_.5_702HV CCL.pdf Approved
for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact
Resistant: No 01/07/2026 i
Design Pressure: +50/-50 I Installation Instructions Other:
See Installation Instructions, SWD003, and FL20101. RO II SWD003 SS 2016=04-24df Product
Evaluation Report, PER4236, for installation Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 I
requirements and limits of use. Created by Independent Third Party: Yes Evaluation
Reports FL2:
01,0_l,.__RO_ A_E,_._PE_Rn_736_SS_20_.1.:6-09:::..1._O.,.Udf i
Created by Independent Third Party: Yes sack
Next Contact
Us :: 2601 Blair Stone Road T111,ih.111. F 3 4 Ph, ne• 850-487-1824 The
State of Florida is an AA/EEO employer. CooVrloht 2007-2013 State of Florida :: Privacy Statement:: Ar ibiI t 5v S ::Refund Statement Under
Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.
275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.
The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here Product
Approval Accepts: m
Credit
Sate
14tilY'
1t4 itiih 1 iC1C ' 2
of 2 9/28/2016 11:50 AM
js4 4 d $
s Hallmark.® Certificate of A
Syst=s Inc. € .
4mirait€acime Ao-intccnmrt
Conformance and License (CCL) 4t-"*/
Silver Line Building Products Mfr ID: 440
One Silver Line Drive For more Information visit www.amscert.com
North Brunswick, NJ 08902 Website:
TEL: 800-234-4228 ext
4644
Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate
440-H-046.26 5500-5700/5502HV-5702HV 2 Pnl Patio Door 101/I.S.2/A440-11
440-H-046.27 5500-5700/5502HV-5702HV 2 Pnl Patio Door TAS 202-94
WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its
participating manufacturing plant(s), is licensed to use the WDMA Registered
Hallmark on product lines that have been manufactured in accordance with the
standards. It is further certified that the plant(s), facilities, quality control
procedures, methods, and processes of Licensee have been inspected by
WDMA, and are subject to regular follow-up inspection and test. It is further
certified that samples of the product set forth above were tested and found to
comply with the standards.
Class R-PG50; Size Tested
1819mm x 2026mm (72 x 80)
Type -SD; DP +50/-50 psf;
Water Test Press 360Pa
7.52psf)
72 x 80, DP +50/-50 psf
4 `
21
By:
1819mm 2026mm F3692.02-109-44
1819mm 2026mm F3692.01-109-18
2/19/2016 1/7/2026
3/17/2016 1 /29/2026
1FDAL4IYall ar
gy ' a.: s ,_ °
RiiondoScJiotz,.4titliorizedReprezv-ztativpA.,IfS
Program Sponsor: Program Administrator:
Window and Door Manufacturers Assoc Administrative Management Systems, Inc.
330 N. Wabash Avenue, Suite 2000 PO Box 730, 100 West Main
Chicago, IL 60611 Sackets Harbor, NY 13685
TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com
ND-20 10114109 Friday, April 01, 2016 Page 1
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Prod et Eva I uation Report
Of
Silver Line Building Products
Series 5500/5700 — Model 5502HV/5702HV Patio Door
Non -Impact)
for
Florida Product Approval
Report No. 4236
5th Edition Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
1 — A (Certificate)
Exterior Doors
Sliding Exterior Door Assemblies
Model 5502HVI5702HV Patio Door
PVC
71 518" x 79 314 " Max. O.A. (XO)
Prepared for:
Silver Line Buildhig Products
One Sily cline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 03/09/2016
Contents:
Evaluation Report Pages 1 — 4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2016.04.10 16:02:37-04'00'
F O
7
T T
i'iSS/ONAL
Hermes!Mil r o, %P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer:
Product Category:
Product Sub -Category:
Compliance Method:
Product Name:
Silver Line Building Products
Exterior Doors
Sliding Exterior Door Assemblies
State Product Approval Method (1)(a)
Model 5502HV/5702HV Patio Door
FL#: FL20101
Date: 03/09/2016
Report No: 4236
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Building Products based on Method 1a of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the Sth Edition Florida Building
Code.
See Installation Instructions SWD003, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the 51h Edition Florida Building
Code, including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the 5th Edition Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD003 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD003 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
FL#: FL20101
Date: 03/09/2016
Report No: 4236
Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and State Rules for manufacturing under a
Certification Agency through Window and Door Manufacturers Association (FBC
Organization #: CER1508).
Performance Standards: The product described herein has been tested per:
Referenced Data:
AAMA/WDMA/CSA 101/I.S.2/A440-11
TAS 202-94
1. Product Testing performed by Architectural Testing
FBC Organization # TST1558)
Report: Dated:
F3692.01-109-18-RO 02/09/16
F3692.02-109-44-RO 01/21/16
2. Certification Agency
Window and Door Manufacturers Association
FBC Organization #: CER1508)
3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS FL#: FL20101
Date: 03/09/2016
A Perfect Solution in Every Drop Report No: 4236
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH
Tapcon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of 1.25" into
concrete or masonry.
D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type
steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond
steel structure.
Refer to Installation Instructions (SWD003) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
Positive 50 PSF
Negative 50 PSF
Hermes F. Norero, P.E.
Florida No. 73778
Page 4of4
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN,
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2
INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS
I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHI M(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE
SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
S. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING
USEPP10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
6. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH
DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH
MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 11/21NCH
EDGE DISTANCE.
7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE
10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
OF 3 THREADS PENETRATION BEYOND METAL WALL.
8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF
BLOCK.
11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS
TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.
E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS
OF 47.8 MIL (0.0478" or 18 GAUGE). MIN. 1/2" EDGE DISTANCE.
F. ALUMINUM- MINI MUM ALLOY 6063-TS. MINIMUM WALLTHICKNESS OF
1/16". MIN. 1/2" EDGE DISTANCE.
SERIES 550015700
MODEL 5502HVI5702HV PATIO DOOR
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 5TH EDITION
2014) FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ
AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-11
TAS 202-94
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 2 FOR
FURTHER DETAILS OF BUCK INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. FRAME MATERIAL: PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAIL.
NON -IMPACT)
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I INSTALLATION & GENERAL NOTES
2 ELEVATION, ANCHOR LAYOUT & GLAZING DETAIL
3 VERTICAL& HORIZONTAL SECTIONS(THROUGH FRAME)
4
VERTICAL& HORIZONTAL SECTIONS
OPTIONAL ACCESSORY FLANGE)
MAX OVERALL SIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACT RATINGWIDTHHEIGHT
71 5/8" 79 3/4" XO 50 / -50 PSF NON IMPACT
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2016.04.24 14:07:29-04'00'
FL#: FL20101
Silverline
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B F MAX. DLO.
WIDTH 31"
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FRAME
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79 3/4"
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MAX. DLO. 2
HEIGHT 73"
A E
3 4
ELEVATION
SLIDING GLASS DOOR
INTERIOR VIEW
NOTE:
1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER
SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C.
SPACING SPECIFIED IS NOT EXCEEDED.
2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK.
1/4" ITW TAPCON ANCHOR
6" FROM CORNERS
16" MAX. U.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT
DEPTH TO FULLY SUPPORT
1 1/4" MIN. WINDOW FRAME,
EMBEDMENT BY OTHERS
1 1/2" MIN. EDGElDISTANCE
1 1/2" MIN. EDGE
DISTANCE CONCRETE/ MASONRY
BY OTHERS
BUCK INSTALLATION DETAIL
15" MAX.
6" MAX.
FROM
O.C. ——I I f LnRNFRS TYP
1
13 1/2" MAX.
O.C.
L
6" MAX.
FROM
CORNERS TYP.
INTERIOR
INTERLOCK
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GALVANIZED STEEL
EXTERIOR
I HORIZONTAL SECTION
2 MEETING RAIL
ANCHOR LAYOUT
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ONE SILVERLME DRIVE
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BITE 1/2"
GLAZING DETAIL i
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NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY
WITH SAFETY GLAZING REQUIREMENTS
OUTLINED IN CURRENT FBC AND/OR ASTM E
1300-04.
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CONCRETE/ MASONRY BY OTHERS CONCRETE/ MASONRY d IX
CAULK BETWEEN
3/4" MIN. EDGE WOOD BUCK BY OTHERS 1/4" MAX.
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CONCRETE/ MASONRY 62X
DISTANCE
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SHIM SPACE INTERIOR
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BY OTHERS DETAIL, SHEET 2 > 'J
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MASONRY I I EXTERIOR
FINISH BY OTHERS i''d y •. * PRO`S I
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BY OTHERS
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INSTALLATION ANCHOR
PERIMETER SEALANT SHIM SPACE DETAIL, SHEET 2,
fig„
OPTIONAL ACCESSORY FLANGE a7; `'',.
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EMBEDMENT "'
2X WOOD BUCK BY OTHERS
CAULK BETWEEN y'•,:
PERIMETER SEALANT BY METAL STUD 6 d, •, \ W.
CAULK BETWEEN OTHERS OPTIONAL FLANGE
CONCRETE/ MASONRY & 2X
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UNIT EXTERIOR FINISH BY OTHERS
o
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10 WOOD SCREW WIDTH p Z i Y ¢ F
INSTALLATION ANCHOR
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DISTANCE
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VERTICAL SECTION G HORIZONTAL SECTION
4
DWG#:
SILL-2X WOOD BUCK 4 JAM - METAL STUDB
OPTIONAL ACCESSORY FLANGE OPTIONAL ACCESSORY FLANGE S W DOO 3
SHEET: 4 OF A